Connection Geometry
Geometry Checks
Horizontal Edge Distance
L eh ≥ L e- min | ÇYTHYEDY 13.3.7 |
|
|
L eh | 55 mm | L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
L e- min | 32 mm | Minimum distance check according to Table 13.9 | √ |
Vertical Edge Distance
L ev ≥ L e- min | ÇYTHYEDY 13.3.7 |
|
|
L ev | 51.515 mm | L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
L e- min | 32 mm | Minimum distance check according to Table 13.9 | √ |
Weld Size 1
a ≥ a min | ÇYTHYEDY 13.3.7 |
|
|
a | 6 mm |
| √ |
a min | 3.5 mm | Table 13.4 | √ |
Strength Checks
Bolt Tension at Support
Ft | 750000 kN/m2 |
|
Ab |  | AISC DG-4-2 nd 3.7 |
Pt |  |
|
h0 |  |
|
x1 | 314.368 mm |
|
dm | 393.235 mm |
|
Mreq | 40.179 kNm |
|
Nreq | 16,552 kN |
|
Rreq |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
93.899 kN | 1017.876 kN | 0.092 | √ |
End Plate Thickness
A b | |
|
P t | |
|
M n |  | AISC 358-16 (6.8-5) |
F yp | 235346 kN/m2 |
|
Y p | 2510.75 mm |
|
t p |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
28.903 mm | 30 mm | 0.963 | √ |
End Plate Shear Yield
F yp | 235359 kN/m2 |
|
A g |  | ÇYTHYEDY 13.17 |
dm | 393.235 mm |
|
M req | 40.179 kNm |
|
N req | 16.552 kN |
|
R req | |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
93.899 kN | 1779.31 kN | 0.053 | √ |
End Plate Shear Rupture
F u | 362846 kN/m2 |
|
To u |  | ÇYTHYEDY 13.18 |
dm | 393.235 mm |
|
M req | 40.179 kNm |
|
N req | 16.552 kN |
|
R req | |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
93.899 kN | 1508.714 kN | 0.062 | √ |
Bolt Shear at Support
A b |  |
|
Fnv |  |
|
Rn |  | ÇYTHYEDY 13.10b |
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
1,058 kN | 610,725 kN | 0.002 | √ |
Bolt Bearing on End Plate
d h | 24+2=26 mm |
|
Lc,edge |  |
|
Rn |  | ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b |
Rn-edge |  |
|
Lc,spacing |  |
|
Rn-spacing |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
1,058 kN | 1695.14 kN | 0.001 | √ |
Weld Size 1
F yp | 235359 kN/m2 | AISC DG-4-2 nd 2.1.7 |
tbw | 9 mm |
|
F e | 480000 kN/m2 |
|
in |  |
Required | Available | Ratio | Control |
|---|---|---|---|
3.976 mm | 8.487 mm | 0.469 | √ |
Weld Strength 1
in | 8.487 mm |
|
F E | 480 N/mm2 |
|
the e | 189.75 mm |
|
Rn |  | AISC DG-4-2 nd 2.1.8 |
R n / Ω |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
1,058 kN | 491.8 kN | 0.002 | √ |